Planning cover letter - centralcoast.tas.gov.au · internal plumbing plan gf internal plumbing plan ff window schedule door schedule shadow plan site information ... during construction

Planning cover letter:

2 Hogarth Road, Sulphur Creek

Applicant: eclo designs

Prepared by: Chloe Overton

Date: 04/03/20

Project no: 19023

Certificate of title: 148311/2

PID: 2745882

Site area:702m2

Municipality: Central Coast

Zone: General Residential

Proposal: Second storey Extension

Use Class: Residential

10.4.2 Setbacks and building envelope for all dwellings

Objective:

To control the siting and scale of dwellings to:

(a) provide reasonably consistent separation between dwellings on adjacent sites and a dwelling and its frontage; and

(b) Assist in the attenuation of traffic noise or any other detrimental impacts from roads with high traffic volumes; and

(c) Provide consistency in the apparent scale, bulk, massing and proportion of dwellings; and

(d) Provide separation between dwellings on adjacent sites to provide reasonable opportunity for daylight and sunlight to enter habitable rooms and private open space.

P1/P2:

The proposed building fits within the plan building setbacks; however a portion of the southern wall of the proposed second storey extends past the projected building envelope by approximately 1041-1067. And a portion of the approximately 1582 of the north/west corner of the deck/balcony roof section also extends past the projected building envelope for the acceptable solutions.

Being a corner block the front set back isn’t consistent with the existing neighbouring properties. And the other properties on the street have dramatically different setbacks for instance the dwelling of 4 Hogarth road has a front setback of approximately 5m and the dwelling of 362 preservation drive has an approximate front set back of only 2m.

The top storey extension will be in the same character as most dwelling along preservation drive where they have built 2 storey buildings to take advantage of the unobstructed sea views and northerly aspect.

the new proposal will not be adversely effected by the abutting road any more than the existing building was effected by noise because the new balcony/deck is actually set back further away from the road than the existing out door entertain area was. All windows will be replaced with double glazing to lessen the effect of noise within the dwelling also.

Discretion is requested for the garage setback, because although the separation to the boundary is only 3356, the new crossover at the roadside kerb is 8956 due to the extensive nature strip. There is also another existing crossover at the primary frontage allowing for rear access to the existing shed and plenty of onsite parking and manoeuvrability.

P3:

The proposed extension has an modest separation from the neighbouring dwelling of 4 Hogarth road of approximately 10m. There is also an existing shed to the north of the existing neighbouring property and a fence that casts the majority of the shadow; As shown in red on the attached plans page a13. The private open space to the north/west of the neighbour still achieves ample sunlight from noon till sunset for the winter solstice. Considerations have been made in the design to try and reduce the overall height of the building by sloping the roof to the south and keeping the ceiling height and pitch as low as possible in the first storey extension.

10.4.6 Privacy for all dwellings

Objective:

To provide reasonable opportunity for privacy for dwellings.

P1: consideration has been given in relations to the balcony and deck within 3m of a side boundary in relation to privacy and overlooking. A timber privacy screen 1800h has been shown to alleviate any privacy concerns.

Window 6 of bedroom 4 is within 3m of a driveway and has a sill height less than 1.7m. As such shall be white glass to minimise direct view.

10.4.12 Setback of development for sensitive use

Objective:

Development for a sensitive use is to –

(a) Minimise likelihood for conflict, interference, and constraint between the sensitive use and the use or development of land in a zone that is not for a residential purpose; and

(b) Minimise unreasonable impact on amenity of the sensitive use through exposure to emission of noise, fumes, light and vibration from road, rail, or marine transport

P2:

The proposed extension within proximity to the railway is within the existing footprint of the existing dwelling so shouldn’t increase the impact. All windows will be replaced with double glazing to lessen the effect of noise within the dwelling also.

PROJECT NAME

Proposed Extension

REV DATE DESCRIPTION

PROJECT ADDRESS

2 Hogarth rd, Sulphur Creek

CLIENT

Nick & Monique MoorePROJECT NO.

19023

PAPER SIZEA3

DOCUMENT DATE29/10/2019

DOCUMENT PHASE

Development Approval

DRAWING TITLE

Cover Page

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1 12/12/20 modifications


A00

COVER PAGESITE PLAN

ISOMETRIC VIEWSEXISTING FLOOR PLAN

PROPOSED FLOOR PLANSELEVATION 1 & 2ELEVATION 3 & 4

SETOUT PLANROOF PLAN

INTERNAL PLUMBING PLAN GFINTERNAL PLUMBING PLAN FF

WINDOW SCHEDULEDOOR SCHEDULE

SHADOW PLAN

SITE INFORMATION

LAND TITLE REFERENCE: 148311/2WIND CLASSIFICATION: N3 ASSUMED SOIL CLASSFICATION: M ASSUMEDCLIMATE ZONE: 7 BAL LEVEL: TBC ALPINE OR SUB-ALPINE AREA: N/ACORROSION ENVIRONMENT: <100m AWAY OTHER HAZARDS: N/APID: 2745882ZONING: GENERAL RESIDENTIAL

AREA SCHEDULE

SITE AREA: 702m2EXISTING FLOOR AREA: 143.4m2/15.42SQ.PROPOSED GROUND FLOOR AREA: 156.5m2FIRST FLOOR AREA: 132.3m2PROPOSED TOTAL FLOOR AREA: 288.8m2/31.07SQ.BALCONY AREA: 18.1m2PERVIOUS SURFACE= 238.4m2/34%

A00A01A02A03A04A05A06A07A08A09A10A11A12A13

Proposed Extension AT 2 Hogarth rd, Sulphur CreekFOR Nick & Monique Moore

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Site Plan

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A01Site PlanScale: 1 : 200

SITE PLAN LEGEND & NOTES:

GENERAL NOTES:DURING CONSTRUCTION SOIL AND WATER IS TO BE APPROPRIATELY MANAGED. THIS INCLUDES THE PROVISION OF SILT FENCING, FILTER SCREENS OR DEDICATED SILT TRAPS TO PREVENT DISCHARDGE OF GRAVEL, SOIL OR OTHER DEBRIS TO ANY EXISTING WATER COURSE OR ADJOINING PROPERTY DURING THE CONSTRUCTION PROCESS.

EXCAVATION:ALLOW FOR BULK EXCAVATION WHERE REQUIRED AND ALL EXCAVATION, FILLING, BACK FILLING AND CONSOLIDATION REQUIRED FOR THE FOOTINGS AND SLAB, RETAIN ALL ACCESS AND SERVICES INDICATED. MAKE GOOD.

SETTING OUT:THE CLIENT IS RESPONSIBLE FOR VERIFYING THE BOUNDARY PEGS ARE IN THE CORRECT LOCATION, MARKED AND CLEARLY VISIBLE FOR THE BUILDER.THE BUILDER SHALL ACCURATELY SET-OUT THE WORKS AND VERIFY ALL DIMENSIONS AND LEVELS BEFORE COMMENCING ANY WORKS. AND SHALL MAKE GOOD AT HIS OWN EXPENSE ANY ERRORS ARISING FROM INACCURACIES OF THE SETOUT.

PROTECTION WORK:(SECTION 121 OF THE BUILDING ACT) IF EXCAVATION IS TO A LEVEL BELOW THAT OF THE ADJOINING OWNER'S FOOTINGS, ALONG THE TITLE BOUNDARY OR WITHIN 3 METRES OF A BUILDING BELONGING TO AN ADJOINING OWNER, THE BUILDER MUST (AS A MINIUMUM) PROVIDE AND MAINTAIN A GUARD TO SUPERVISE THE EXCAVATION. ADJOINING OWNER TO BE NOTIFIED USING FORM 6 (BUILDING AND PROTECTION WORK NOTICE) BY THE BUILDING SURVEYOR.

DRIVEWAY:EXPOSED AGGREGATE 120mm THICK 25MPa CONCRETE WITH SAW CUTS AT 4000mm CRS, 24 HOURS AFTER POURING. AGGREGATE STYLE AND FINISH TO BE CONFIRMED BY OWNER

LAWN

NEW COURTYARD

EXISTING SHED

EXIS

TING

DRI

VE

NEW DRIVEWAY

LAWN

NEW PRIVACY FENCE 1800 HIGH TIMBER SLATES

GATE

NEW CONCRETE PATH 1200 WIDE

EXISTING ALFRESCO TO BE REMOVED

REMOME EXISTNG CONCRETEFOR NEW GARDEN NATURE STRIP

EXISTING

NEW CROSS OVER

NEW DECK/BALCONY

EXISTING RESIDENCE EXISTING PORCH TO BE REMOVED

EXISTING CHIMNEYS TO BE REMOVED

PROPOSED EXTENSION OUTLINE

PROPOSED FIRST FLOOR OUTLINE

HO

GAR

TH S

T

PRESERVATION DRIVE NEIGHBOUR

NEIGHBOUR

EXIS

TIN

G 1

50 P

VC S

EWER

MAI

N

EXISTING 150 PVC SEWER MAIN

EXIS

TIN

G 1

00 A

BS W

ATER

MAI

N

EXISTING 100 ABS WATER MAIN

ASSU

MED

STO

RM

WATE

R M

AIN

CU

LVER

T

2222

2838

3370

BUILDIN

G ENVE

LOPE

30.18m

9.48

m

4.91m

32.30

m25

5°56

'00"

0.43m123°52'

9.39m

155°52'00"

11.3

1m

16.7

6m

186°

46'0

0"

2702m2

8956

6000

CROSS O

VER

3600REDUCE WIDTH OF EXISTING CROSS OVER TO STANDARD 3600 AS SHOWN

north SITE SERVICES:

ELECTRICITY, GAS, TELEPHONE, WATER, STORMWATER & SEWER SERVICE LOCATIONS ARE TO BE DETERMINED ON SITE & CONNECTED AS PER LOCAL AUTHORITY REQUIREMENTS.

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Isometric views

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A02Isometric viewsScale: 1 : 100

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Existing Floor Plan

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A03

RED DASHED WALLS TO BE REMOVED

RED DASHED DOORS TO BE REMOVED

REPLACE EXISTING WINDOWS WITH NEW DOUBLE GLAZED

RENOVATE BATHROOM. REMOVED VANITY AND BATH

REMOVE KITCHEN

PATCH PLASTER WORK AS REQUIRED, REMOVE ALL CORNICES MAKE SQ SET

REMOVE LAUNDRY

Existing Floor PlanScale: 1 : 100

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Proposed Floor Plans

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A04

FIRST FLOOR PLAN GROUND FLOOR PLAN

FLOOR PLAN LEGEND:W## WINDOW MARKERD## DOOR MARKERHW HOTWATER CYLINDER WO WALL OVENDW DISH WASHERF FRIDGEWM WASHING MACHINEHPU HEAT PUMP UNITPAN PANTRY

LIFT DUMB WAITER

R2.0 INSULATION BATTS REQUIRED TO INTERNAL WALLS SEPARATING WET AREAS TO HABITABLE ROOMS. FOR SOUND SEPARATION AS PER NCC 3.8.6 NOT LESS THAN 50 DENSITY RwR2.0 INSULATION BATTS REQUIRED TO INTERNAL WALLS OF THE GARAGE FOR THERMAL PERFORMACE AS PER NCC 3.12.1.6

POSTS & COLUMNS:

C1: TIMBER/STEEL POSTTO ENGINEERS SPECIFICATIONS

INTERNAL INSULATION:

NOTE- DIMENSIONS ARE TO STUDWORK ONLY NOT INCLUDING CLADDING AND CAVITY

ROOF LINE ABOVE

13400

6009320

1301

011

0014

004550

9420

48704550

5370

140

7080

130

6720

140

6950

7260

2000

9060001301830130930

1304020140

5500

130

3380

130

3690

14012

0025

0090

140

1200

3980

1403300901200

1304420140

90 4460 90120090 3900 90

7040 900 1200 600 90

9320

9725

4385

90 2100 90 2270 90 4590 90

3350 1110 129090 1800 2100 90

9042

9590

1115

9072

4090

9037

0039

5590

1800

9017

7517

0082

090

GARAGE

BATH

WCWIR

BED 2

BED 3

BED 4

RUMPUS

LIVING

DINING

KITCHEN

WIPLINEN

HALLWC

ENS' WIR

BED 1 LAU

N

UP

STORE UNDER

BIRBIR

PATH

DECK

STORE

BALCONY

DWN

F

DW

WO

RHGAS

1360

NEW CPT.

NEW CPT.

NEW TLS.

CNC.

CPT.

CPT.

CPT.TLS.

TLS.

TLS.

TLS.

TLS.

CPT.STAIRS

DECK

HW

C1 C1

LIFT

68090

1230

1130

2690

1300

LIFT

D1

D2

D3

W2

W3

W4

W5

W6

W7

D4

W8

W1

W9

W10

W11

W12

W13

W14

W15

W16

D5

W17

W18

W19

D6

D7

D7

D7

DRAFT SEAL ON DOOR

D6

D08

2285

90

900

Proposed Floor PlansScale: 1 : 100

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Elevations 1 & 2

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A05

FCL

FFL

FRL

FFCL

FFL27

0024

00

7421

FCL

FFL

FRL

FFCL

FFL

GLASS BALUSTRADE 1M HIGHTO NCC 3.9.2

TIMBER PRIVACY SCREEN 1800H

BLOCK WALL TEXTURE COAT

COLORBOND MONUMNET ROOFING, GUTTER AND FLASHINGS SCYON STRIA 325 CEMENT SHEET

CLADDING SELECTED WHITEBUILDING ENVELOPE

BUILDING ENVELOPE

1067

1592

D1 W1 W8D2

W9W10W11

W12

W7D4

D5

W18W19

W17

East ElevationScale: 1 : 100

1 North ElevationScale: 1 : 100

2

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Elevations 3 & 4

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A06

FCL

FFL

FRL

FFCL

FFL

2700

2400

7421

FCL

FFL

FRL

FFCL

FFL

SCYON STRIA 325 CEMENT SHEET CLADDING SELECTED WHITE

BLOCK WALL TEXTURE COAT

BUILDING ENVELOPE

1041

BUILDING ENVELOPE

W13

D3W2W3

W4W5W6

W16 W15 W14

FROST GLASS TO W6West ElevationScale: 1 : 100

3 South ElevationScale: 1 : 100

4

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Setout Plan

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A07Setout PlanScale: 1 : 200

STEPLESS SHOWER:

FLOOR TRUSSES REBATED FOR SHOWER BASE TO ENSURE APPROPRIATE FALL IS ACHIEVED 1:50. STAINLESS STEEL GRATE DRAIN RL -20 BELOW FLOOR LEVEL. (REFER TO A17 FOR WATER PROOFING DETAILS)

EXTERIOR CONCRETE:

REBATE PORCH RL -50 BELOW FLOOR LEVEL. SLOPE AWAY FROM BUILDING TO ENSURE APPROPRIATE FALL IS ACHIEVED 1:50 FOR WATER RUNOFF . (REFER TO ENGINEERING PLANS DETAILS)

LIFT VOID

STAIR VOID

GRO

UN

D FLO

OR PLA

N

EXIS

TING

FLOO

R PLA

N

FIRST FLO

OR PLA

N

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Roof Plan

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A08

ROOF PLAN NOTES:

GUTTERS AND DOWNPIPES TO AS3500. MAXIMUM CENTRES FOR DOWNPIPES TO BE 12M.

ROOF STRUCTURE:

CUSTOM ORB ROOFING IN COLOR & PERMIABLE SARKING TIMBER TRUSSES TO MANUFACTURES SPECIFICATIONS

EAVES VENTS WITH ALUMINUM MESH BACKING AT INTERVALS AS SHOWN (2500mm MAX. CENTRES).

ROOF PLUMBING:GENERIC QUAD 150 HIGH FRONT GUTTERIN COLOR AND FASCIA

COLORBOND COLOR CAPPINGSAND FLASHINGS

D.P. 100 x 50 UPVC SQUARE DOWNPIPESCOLOR FINISH

D.P.S 100 x 50 UPVC SQUARE DOWNPIPES & SPREADERCOLOR FINISH

NOTES:BATTENS TYPICALLY 70 X 35 DEEP HARDWOOD @600MAX. CENTRES. (USE F5 KD TREATED PINE IFBATTENS ON TOP OF SARKING).

SEE BCA VOL. 2 FIGURE 3.5.1.5 DIAGRAM B FORDEFINITION OF INTERNAL AND END SPANS.

VAPOUR PERMEABLE SARKING INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS. ENSURE THERE IS ACLEAR UNIMPEDED PATH OF TRAVEL FOR WATER TOESCAPE FROM SARKING INTO THE EAVES GUTTER.ADDITIONAL BATTENS OR BLOCKING PIECES MAY BEREQUIRED.

SARKING MUST COMPLY WITH AS/NZS 4200 PARTS 1AND 2.

DOWNPIPES MUST NOT SERVE MORE THAN 12M OFGUTTER LENGTH FOR EACH DOWNPIPE.

ROOF CLADDING TO COMPLY WITH AS 1562.1.

ROOF DRAINAGE MUST COMPLY WITH:- PLUMBING CODE OF AUSTRALIA PART D1- AS/NZS 3500.3- BCA VOLUME 2 PARTS 3.1.2 AND 3.5.2.(DEEMED TO SATISFY PROVISIONS)

450

DP DPDP

Roof PlanScale: 1 : 100

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Internal plumbing plan ground floor

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A09

LEGEND & NOTES Stormwater line (100mm UPVC)

Sewer line (100mm UPVC)

Water line (100mm UPVC)

Install inspection openings at major bends forstormwater and all low points of downpipes.

All plumbing & drainage to be in accordance with localCouncil requirements.

Provide surface drain to back of bulk excavation to drainlevelled pad prior to commencing footing excavation.

ServicesThe heated water system must be designed andinstalled with Part B2 of NCC Volume Three -Plumbing Code of Australia.

Thermal insulation for heated water piping must:a) be protected against the effects of weather andsunlight; andb) be able to withstand the temperatures within thepiping; andc) use thermal insulation in accordance with AS/NZS4859.1

Heated water piping that is not within a conditionedspace must be thermally insulated as follows:1. Internal pipinga) All flow and return internal piping that is -

i) within an unventilated wall spaceii) within an internal floor between storeys; oriii) between ceiling insulation and a ceiling

Must have a minimum R-Value of 0.2 (ie 9mm of closed cellpolymer insulation)

2. Piping located within a ventilated wall space,an enclosed building subfloor or a roof spacea) All flow and return pipingb) Cold water supply piping and Relief valve pipingwithin500mm of the connection to central waterheating systemMust have a minimum R-Value of 0.45 (ie 19mm of closedcell polymer insulation)

3. Piping located outside the building or in anunenclosed building sub-floor or roof spacea) All flow and return pipingb) Cold water supply piping and Relief valve pipingwithin500mm of the connection to central waterheating systemMust have a minimum R-Value of 0.6 (ie 25mm of closedcell polymer insulation)

Piping within an insulated timber framed wall, such asthat passing through a wall stud, is considered tocomply with the above insulation requirements.

– AIR ADMITTANCE VALVE

LEGEND:AAVEVI.OORG

EDPI.SFC

– EDUCT VENT– INSPECTION SHAFT OPENING– OVERFLOW RELIEF GULLY

– EXISTING DOWN PIPE– INSPECTION SHAFT– FLEXIBLE CONNECTOR

FWG - FLOOR WASTE GULLY (NO SMALLER THAN DN40 UNTRAPPED)

- NEW DOWN PIPENDP

(TPRV FROM HWC CONNECTED INTO STORMWATER)

ORG rim to be minimum 150mmbelow lowest sanitary fitting.

I.OREEVI.O

EXISTING SEWER LINE

CONNECT NEW SEWER DRAINAGE INTO EXISTING AS SHOWN

CAUTION UNDER GROUND SEWER PIPIING IN VINCINTY, DIVERT EXISTNG SEWERLINE AROUND NEW EXTENSION

VD

REEVI.O

I.O

E.D.P

N.D.PN.D.P

E.D.P

NEW PVC STORMWATER

CONNECT NEW STORMWATER INTO EXISTING DRAINAGE AS SHOWN

ORG

EXISTING STORMWATER LOCATION UNKNOWN, TO BE SITE VERITIED

N.D.P

Internal plumbing plan ground floorScale: 1 : 100

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Internal plumbing plan first floor

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A10

LEGEND & NOTES Stormwater line (100mm UPVC)

Sewer line (100mm UPVC)

Water line (100mm UPVC)

Install inspection openings at major bends forstormwater and all low points of downpipes.

All plumbing & drainage to be in accordance with localCouncil requirements.

Provide surface drain to back of bulk excavation to drainlevelled pad prior to commencing footing excavation.

ServicesThe heated water system must be designed andinstalled with Part B2 of NCC Volume Three -Plumbing Code of Australia.

Thermal insulation for heated water piping must:a) be protected against the effects of weather andsunlight; andb) be able to withstand the temperatures within thepiping; andc) use thermal insulation in accordance with AS/NZS4859.1

Heated water piping that is not within a conditionedspace must be thermally insulated as follows:1. Internal pipinga) All flow and return internal piping that is -

i) within an unventilated wall spaceii) within an internal floor between storeys; oriii) between ceiling insulation and a ceiling

Must have a minimum R-Value of 0.2 (ie 9mm of closed cellpolymer insulation)

2. Piping located within a ventilated wall space,an enclosed building subfloor or a roof spacea) All flow and return pipingb) Cold water supply piping and Relief valve pipingwithin500mm of the connection to central waterheating systemMust have a minimum R-Value of 0.45 (ie 19mm of closedcell polymer insulation)

3. Piping located outside the building or in anunenclosed building sub-floor or roof spacea) All flow and return pipingb) Cold water supply piping and Relief valve pipingwithin500mm of the connection to central waterheating systemMust have a minimum R-Value of 0.6 (ie 25mm of closedcell polymer insulation)

Piping within an insulated timber framed wall, such asthat passing through a wall stud, is considered tocomply with the above insulation requirements.

– AIR ADMITTANCE VALVE

LEGEND:

AAVEVI.OORGDPFC

– EDUCT VENT– INSPECTION SHAFT OPENING– OVERFLOW RELIEF GULLY– DOWN PIPE – FLEXIBLE CONNECTOR

FWG - FLOOR WASTE GULLY (NO SMALLER THAN DN40 UNTRAPPED)

- VERTICAL DROPPERVD

(TPRV FROM HWC CONNECTED INTO STORMWATER)

AAV

I.OVD

EVREI.O

FWD

Internal plumbing plan first floorScale: 1 : 100

north

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Window Schedule

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A11

FLYSCREENS TO BE FITTED TO ALL OPENABLE WINDOWS AND DOORS.REFER TO ENERGY ASSESSMENT FOR GLAZING U-VALUE AND SHGC REQUIREMENTS

SHOWER SCREENS 1800H SEMI-FRAMELESS SHOWER SCREENS TO COMPLY WITH BCA TABLE 3.6.5. & AS1288.

MINIMUM 4MM THICK GRADE A TOUGHENED SAFETY GLASS, LABELLED TO COMPLY WITH INDUSTRY STANDARDS.

OPAQUE BANDSWHERE GLAZED DOORS OR SIDE PANELS ARE CAPABLE OF BEING MISTAKEN FOR A DOORWAY OR OPENING, THE GLASS MUST BE MARKED TO MAKE IT READILY VISIBLE AS FOLLOWS:- MARKING IN THE FORM OF AN OPAQUE BAND NOT LESS THAN 20MM IN HEIGHT;- THE UPPER EDGE IS NOT LESS THAN 700MM ABOVE THE FLOOR;- THE LOWER EDGE IS NOT MORE THAN 1200MM ABOVE THE FLOOR.

FLASHINGS TO WALL OPENINGSALL OPENINGS MUST BE ADEQUATELY FLASHED USING MATERIALS THAT COMPLY WITH AS/NZS 2904.REFER TO SECTIONS FOR WINDOW HEAD AND SILL DETAILS. FLASHING TO BE INSTALLED WITH GLAZING MANUFACTURER'S SPECIFICATIONS FOR BRICK VENEER CONSTRUCTION. PROTECTION OF OPENABLE WINDOWS.A WINDOW OPENING MUST BE PROVIDED WITH PROTECTION, IF THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2M OR MORE ABOVE THE SURFACE BENEATH.PROTECT THE WINDOWS (IDENTIFIED IN THE TABLE BESIDE) BY ONE OF THE FOLLOWING METHODS:a) A DEVICE CAPABLE OF RESTRICTING THE WINDOW OPENING; ORb) A SCREEN WITH SECURE FITTINGS.THE DEVICE OR SCREEN MUST:a) NOT PERMIT A 125MM SPHERE TO PASS THROUGH THE WINDOW OPENING OR SCREEN; ANDb) RESIST AN OUTWARD HORIZONTAL ACTION OF 250N AGAINST THE:WINDOW RESTRAINED BY A DEVICE; ORSCREEN PROTECTING THE OPENING; ANDc) HAVE A CHILD RESISTANT RELEASE MECHANISM IF THE SCREEN OR DEVICE IS ABLE TO BE REMOVED, UNLOCKED OR OVERRIDDEN.

ALL GLAZED WINDOW & DOOR ASSEMBLIES IN EXTERNAL WALLS TO COMPLY WITH AS 2047. ALL OTHER GLASS TO COMPLY WITH AS 1288.

WINDOW # TYPE HEAD HEIGHT TOTAL DIMENSIONS OPENABLE DIMENSIONS FRAME FRAME FINISH &

COLOUR GLAZING HARDWARE INTERIOR ARCHITRAVE

GROUND FLOOR

W01 FIXED 2100mm 2100mm x 1070mm N/A 20mm ALUMINIUM SCYON AXCENT TRIM MONUMENT MATTE DOUBLE GLAZED

STANDARD GLASS N/A 67 x 18 PRE-PRIMED ARCHITRAVE PAINT FINISH

W02 AWNING 2100mm 900mm x 700mm 900mm x 700mm20mm ALUMINIUM

SCYON AXCENT TRIM MONUMENT MATTE DOUBLE GLAZED STANDARD GLASS 1x AWNING WINDER 67 x 18 PRE-PRIMED

ARCHITRAVE PAINT FINISH




W04 AWNING 2100mm 900mm x 2600mm 2/900mm x 1300mm20mm ALUMINIUM







SCYON AXCENT TRIM MONUMENT MATTE DOUBLE GLAZED FROST GLASS 2x AWNING WINDER 67 x 18 PRE-PRIMED


W07 FIXED 2100mm 2100mm x 2400mm N/A20mm ALUMINIUM

SCYON AXCENT TRIM MONUMENT MATTE DOUBLE GLAZED STANDARD GLASS N/A 67 x 18 PRE-PRIMED





FIRST FLOOR


































WINDOW SCHEDULEAll window sizes to be checked and measured on site

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Door Schedule

DRAWNC.O

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@ou

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0419

3877

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ACCREDITATIONCC6669



A12

DOOR # TYPE HEAD HEIGHT TOTAL DIMENSIONS FRAME GLAZING HARDWARE INTERIOR ARCHITRAVE

GROUND FLOOR

D01 EXTERNAL SWING DOOR 2100mm 2100mm x 1070mm POWDERCOAT

MONUMENT MATT N/A LEVER HANDLE WITH LOCK

67 x 18 PRE-PRIMED ARCHITRAVE PAINT

FINISH

D02 PANEL LIFT GARAGE DOOR 2100mm 2100mm x 5000mm TIMBER N/A MOTOR & REMOTE

CONTROL


FINISH

D03 EXTERNAL SWING DOOR 2100mm 2100mm x 920mm POWDERCOAT

MONUMENT MATTSINGLE GLAZED

STANDARD GLASSLEVER HANDLE

WITH LOCK


FINISH

D04 EXTERNAL SLIDING DOOR 2100mm

2100mm x 4000mm POWDERCOAT MONUMENT MATT

DOUBLE GLAZED STANDARD GLASS

SIDE HANDLE WITH LOCK


FINISH

D08 INTERNAL CAVITY SLIDER 2100mm

2100mm x 1440mm TIMBER N/A SIDE HANDLES


FINISH

FIRST FLOOR

D05 EXTERNAL SLIDING DOOR 2100mm

2100mm x 4000mm POWDERCOAT MONUMENT MATT

DOUBLE GLAZED STANDARD GLASS

SIDE HANDLE WITH LOCK


FINISH

D06 INTERNAL SWING DOOR 2100mm

2100mm x 820mmTIMBER N/A LEVER HANDLE


FINISH

D07 INTERNAL CAVITY DOOR 2100mm

2100mm x 820mmTIMBER N/A LEVER HANDLE


FINISH

DOOR SCHEDULEAll door sizes to be checked and measured on site

PROJECT NAME

Proposed Extension


PROJECT ADDRESS


CLIENT


19023

PAPER SIZEA3


DOCUMENT PHASE


DRAWING TITLE

Shadow Plan

DRAWNC.O

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A13Shadow PlanScale: 1 : 500

9.00AM winter solstice 21/june 12.00PM winter solstice 21/june 3.00PM winter solstice 21/june

9.00AM summer solstice 21/dec 12.00PM summer solstice 21/dec 3.00PM summer solstice 21/decnorth

Documents

Planning cover letter - centralcoast.tas.gov.au · internal plumbing plan gf internal plumbing plan ff window schedule door schedule shadow plan site information ... during construction